About the Yield Strength Property Model

The Yield Strength Model is a general model to estimate the yield stress of a material that considers these contributions to the overall yield stress of the material:

  • Intrinsic strength (Intrinsic strength) for the pure elements,
  • Grain boundary strengthening (Grain boundary strengthening),
  • Solid solution strengthening (Solid solution strengthening),
  • Precipitation strengthening (Precipitation strengthening), and
  • A user set, constant strength contribution (constant strength contribution).

The temperature (Intrinsic strength) is used to evaluate the equilibrium state of the system, and the resulting compositions and phase fractions are subsequently used in the evaluation of mechanical properties.

It returns the calculated yield strength at room temperature for the specified material using the equilibrium values calculated at temperature Intrinsic strength (i.e. Intrinsic strength is the freeze-in temperature).

Below follows a short summary for each of the contributions.

Intrinsic Strength

The intrinsic strength model formulation for this Property Model corresponds to a surface of reference with end-members. For example, for FCC_A1 modeled as (Fe,Ti)(C,Va), the intrinsic strength is a linear combination (as given by the composition) of Fe:Va (i.e. pure FCC Fe), Ti:Va (i.e. pure FCC Ti), Fe:C (i.e., FCC FeC) and Ti:C (i.e., FCC TiC). With such an implementation, it is possible to calculate yield strength for materials with a significant fraction of hard phases, such as carbides, embedded in a soft matrix and the intrinsic strengthening effect of interstitial elements.

The general form of the intrinsic strength model follows in the spirit of the Compound Energy Formalism (CEF) surface of reference term, where the intrinsic strength for, e.g., a two-sublattice phase model would correspond to:

intrinsic strength equation

Such a formulation means that the intrinsic strength depends on the calculated site fractions from, e.g., an equilibrium calculation.

Constant Addition of Strength

The constant strength contribution parameter, constant strength addition , is set by the user as a constant strength addition to the material.

Grain Boundary Strengthening

The grain boundary strengthening, grain boundary strengthening, is the contribution to the total strength stemming from the grain boundary's ability to hinder dislocation movement described by the Hall-Petch relation [2004Han].

The parameters entered are the Hall-Petch constant, Hall-Petch constant, in MPa μm1/2, and the average grain diameter in μm.

Solid Solution Strengthening

The solution strengthening, solution strengthening, is the contribution to total strength due to the elastic strains in the crystal lattice caused by alloying elements of a lattice parameter differing from the main constituent. For the solid solution strengthening the option of evaluating the strength at any temperature is available. The result is normalized with respect to the sum of all mole fractions for FCC, BCC, and HCP. This option uses the phase fractions and compositions calculated at the overall equilibrium temperature. The model by Walbrühl et al. [2017Wal] is implemented.

PM_G_06: Yield Strength HEA shows how this model is applied.

Precipitation Strengthening

The precipitation strengthening, precipitation strengthening, is the contribution to total strength due to precipitation of a secondary phase, e.g. gamma prime (γ') in Ni-base alloys or Al3Sc precipitates in Al-base alloys. This model is available for any number of precipitating phases. The total particle strength is calculated by the square mean of the individual particle strength contributions:

total particle strength is calculated by the square mean of the individual particle strength contributions:

The Simplified model (general), Seidman model (Al-base), Reppich model (Ni-based), and Deschamps model (Al-base) are available as settings on the Configuration window to estimate the precipitation strengthening contribution. These are briefly described next.

Mean Precipitate Radius and Particle Size Distribution (PSD)

The mean precipitate radius entered on the Configuration window for all precipitation strengthening models is transformed to a Lifshitz-Slyozov-Wagner (LSW) particle size distribution [2010Tir]. The distribution is stepwise integrated and the mean radius for all sections are used to calculate a partial precipitate strengthening contribution. The partial contributions are added as

 LSW - PSD partial contributions equation

The use of a PSD smooths the transition between the cutting and Orowan regions. This change is implemented for the Simplified model (general) and Seidman model (Al-base).

When using the Yield Strength Model with the Precipitation Module (TC-PRISMA) the PSD as calculated by Precipitation Module (TC-PRISMA) is used for each time step. Also see Precipitation Calculator Plot Renderer for the settings input related to this.

Configuration Settings and References